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Home My WebLink AboutAPPROVED Gonzalez 151 Nettles Melry 10-14-21 AllSheetsN 12 - SLOPE 6 ao O.H.F=7 O I 5/8" thick light textured O stucco on typical concrete block construction I I N I \/ • FRONT ELEV/470N 12 -4 1 SLOPE SCALE: 1/4" = 1'-0" Extreme Metals 26 ga Metal Roofing installed per product approval- FLU 11022.5 over Polgglass self adhered roofing underlagment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 5/8" thick light textured tuc r n Qn -tg-picLI -ron.c rat e-- block construction 12 SLOPE -4 5-6, on L-- �l Dl- RE/4R ELEVATION L-- �l Dl- RE/4R ELEVATION Ext eme Metals 24, ga Metal R ofing i stalle per product appro al FL 1-102 2.5 over P0ILgldS5 s If adhered roof ig and rlagme t over 19/32" CDX plgwo d atteched to usses per sheeting attachment dia ram o roof plan 5/8" thick light textured stucco on typical concrete block construction F,IGHT ELEVATION SCALE: 1/4" = 1'-0" 12 ,4 1 SLOPE Extreme Metals 26 gga Me al Roc ing in alled per product approvaF FLU 11022 3 over Polgg ss sel adher d roofinc under) gment over /32" CDX pl9wood attac ed to tr ses per sheeting att achmet t diagram on roof pl 0 U� - (�) - . (�) 'H. SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA FL NUMBER Product Model # Manufacturer Glass Attachment methodp Expiration TEST Date Maximum Desi Pressure g of Appn roved Tests 1. FL# 15412.3 Single Hun g g 1100 Impact Lawson 5/16" V4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF — 2. FLU 1542`1.2 Fixed Glass 6200 Impact Lawson �/1�" 1/4" dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 18.0 PSF — 3. FLU 58g1.2 Fiberglass door Smooth star Therma-Tru 1/4" dia. x 3" tapcons w/ min. 1 1/2" penetration spaced 14" max o.c., 6" from corner p + 6�.0 PSF _ 5. Product NOA FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Maximum Design Pressure of Approved Tests Roof FL# 1�022.5 I.O Nail Strip 26 ga. steel 1�" wide roof panel Standing Seam Extreme Metal Fabricators, LLC Roofing installed with min. fastener spacing as follows: Zone 93 — Max spacing = 12" o.c. with 410 x 1 1/2" Hex —Washer wood screw to penetrate 3/16" min/ thru deck with Max row spacing = 6" o.c. over peel and stick underlagment —228 psf corner Roof Underlayment FLU 5259.1 Polgstick TU Plus Polgglass USA, Inc Direct bond to deck in compliance with ASTM D41 Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on tgplcal Concrete block construction STUCCO ON STUDS '1/8" thick light textured stucco installed per ASTM C 924 Over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywd nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Soffit DENSGLASS FIREGUARD Soffit to be two lagers of 5/8" thick densglass fireguard X finished painted to match body of house Flood Vent FLU 1-1381.1 Flood Vent Flood Flaps Per product approval Rollin Shutter FLU 12246.1 Nautilus Rolling Shutter Sgstem Expert Shutter Services Inc. Provide 1/4" dia. tapcons with min. 1 1/4" embeddment installed per product approval. ±160.0 PSF ALL Product Testing bg: Miami —Dade Countg Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) FERN IITTING NFORMATION (FORM 100) 2R 2E Florida Building Code residential: Ith Ed 2020 and ASCE 1-1� for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 160 mph ultimate 2E 3 Mean Roof Height: 19'-10" Roof Pitch: 2:12 to 4:12 (7 -209 2R Internal Pressure Coefficient: +0.18 2E Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy_ 2R Width of Roof End Zone: �'-O" 2E 5 Wind Exposure Classification: D LL 4 LL Adjustment factor for Exposure Height Using Allowable Stress Design andLILL LL Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL, 0.6DL+0.6WL LL 5LHLL Exp Height Ad j Factor: 1.55 x Load Factor 0.6 = 0.93 applied below HIP ROOF Components ll Cladding Wind Pressure (NET) Roof Zone: I. +32.0/-5-4.0 psf Roof Zone: 2E/3E +32.0/-12.0 psf Roof Zone: 2R +32.0/-94.0 psf Components $ Cladding Wall End Zone Width: 3'-O" = Roof Zone I WALL Components It Cladding Wind Pressure: Zone 4: +�{3.0/-��.0 psf Walls Zone 4 Zone 5: +-43.0/-58.0 psf Components It Cladding Wind Pressure (NET) on Garage Door: ED = Roof Zone 2E/2R Zone 5 = 16'-O" x 1'-0" CAD = +37I.0/--45.0 PSF walls Zone 5 Zone 5 = 10'-0" x 71'-0" CAD = +39,0/--f9.0 PSF END ZONE Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes es - _ Roof eZone n3 Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: � L N v 1fa Q U v SE Q� X 1% -- ii r 0) N w o O � U O ..Z W oo�U O �o 4 0000 0000 JCZ 0 rr < z NN # I v cu � ~ � ��U`,-,gym O rr� -Q �3 _ W x � L v >L U4-3 LN 4-3 -tk+ 0) O.H. n� V 5/8" thick light textured -Q stucco on typical concrete (� block construction O O O L LEFT ELEVATION SCALE: 1/4" = 1'-0" Uigitally signed by Daniel R. Braden Date: 2021.10.14 15:29:49-04'00' SHEET NO: OF S. JOB NUMBER: 21-151 o c O�%ELD �p®0�� .0 00 o AR 9770 o� �� D °per •�n0� 12'-5" _ o D /6/cv O O 5 Shelves _1 0 00 000 0 W iL �--------- - - - - -- - T / 8' x 18' Parking 0-1 o 5'-0°-1O CARPORT o .0 Roll/up I E)Shy�tter air ---------------- �r, Nz H.B� O 2T-8" 4_T 8" Designed 'per 322.2.2.1 Provide Flood Flaps FLU 11381.1 engineered flood vent - installed per manufacturers recomendations. I vent = 220 sq. ft. of coverage Carport = 242 sq. ft. - 2 vent required Vents to be 8" above garage floor Provide L20 lintel above vents FIRST FLOOR P L /4N O Q o 3,_,144 0 TH 40'-0" i Open R ling Open Below 4r ' Pantry _abine a- W O u WINE_ ; I I MICRO; KiTCHEN DW [71E] - O Ell I I IOE LIVING SIC 7'-8„ O -4" stud w ry D 12'-5" SCALE 1/4" = 1'-0" Rod Self r--- I M STER I LQ C O S T I, N HOWER .LOSURE # O 36 Railing 2'- �' O, r (k TANK TER Li I -< xi un HE TER 9" m I " 2 L -Q-�J FRONT LOAD _ _ rAH671 O WASHER DRYER m M �ljoveJ 3 0 MASTER O BEDROOM m °D �EDl�00M N _ 42Fl N °' L IN Io Ln IF y EGRESS EGRESS C n ra n n n r:i n n r�lnl I I I I Imlr a I I I I n Ir• i SECOND FLOOR FL/4N 1 2'-8„ ilo 0 0 0 00 Q � o 0o ASTER 2. BATH �0 0 �o \rye -10 UJ in dcw Schedul& Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG - EGRESS 2. 2'-2" x 5'-3" FIXED GLASS 3. 2'_2" x 2'_2" SINGLE HUNG 4. -2" x 3'-2" SINGLE HUNG 2'-2" x 5'-3" SINGLE HUNG 6. 4'-0" x 5'-3" FIXED GLASS 6'-O" x 5'-3" FIXED GLASS g. I'-4" x 6'-8" FIXED GLASS 9. 4'-2" x 5'-3" SINGLE HUNG 10. 4'-0" x 3'-O" FIXED GLASS - AIL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. D oor S ch�duI& Mark Size Door Description A B 3'-O" X 6'-8" FOAM FILLED FIBERGLASS 4 PANEL C 6'-O" X 6'-8" FOAM FILLED FIBERGLASS L PANEL D 2'-8" X 4'-8" SOLID CORE- WOOD E 2'-8" X 6'-8" SOLID CORE -WOOD - POCKET F G 4'-O" X 6'-8" SOLID CORE -WOOD - BIFOLD H J 1'-0" X L'-8" SOLID CORE- WOOD - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. 2�_Seeproduct approval chart on these plans for exterior door manufacturer information (including garage door) Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. First Floor Square Footage First Floor A/C , 85 sq. ft. Carport = 210 sq. ft. First Floor Total = 955 sq. ft. Second Floor Square Footage Second Floor A/C = 102� sq. ft. Second Floor Total = 102� sq. ft. Under Roof Square Footage Breakdown First Floor Total = 955 sq. ft. Second Floor Total = 102,o sq. ft. Total Space Under Roof = 1981 Sq. ft. A/C Space Breakdown First Floor A/C = 184 sq. ft. Second Floor A/C = 102� sa. ft. Total A/C space = 1810 Sq. ft. Total Cubic volume = I4480 cu. ft. SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 17. All exposed attic insulation materials Installed on attic floors shall have a critical radiant 2. Contractor to STRICTLY enforce ALL OSHA requirements. flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulatlon 3. ALL Lumber to be used as Beam, rafters, etc... to have materials exposed on the underside of the roof deck or on the attic walls shall comply a minimum 1,400 P.S.I. fiber stress. with F.B.C. Resldentlal Section R314 - see permit info box of code edition 4. No diSSimilar metals to touch. 18. G psum board material shall conform to ASTM C3�, C79, C475, C51-4, C�30, C`�31 S. ALL Concrete used for slabs shall be 2500 PSI concrete, and C4�0, C1002, C1041,C1111, Ci118, C1218, C1395, or C139� and shall be Installed ALL Concrete used for vertical filled cells, continuous. tle beams etc.. to according to the following: shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood In contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. mil. ALL plumbing fixtures to be low flow. 10. Contractor to Provide a 2'-8" wide door at one bathroom for handlcap accessibility requirements. 11. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 12. Separation between residence and garage shall be per FBC R309.1 and R309.2 13. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 14. Insulatlon Including facings such as retarders or Vapor permeable members Installed within floor -Calling assemblies, roof -celling assemblies, wall, crawl spaces and attics shall have a flame spread Index not to exceed 25 with an accompanylng smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Mail sizing options for installation of drywall into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" T 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either W, 8„ 161,0.080" dia. xx 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.086" dia. with 9/32" head. x 113ga Ceiling Perpendicular 24" -11,5/8" 12" 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long s annular -ringed or 6d cooler nail Walls Either 161, g" W, 0.092" dia. xR 1 -1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Insulation shall comply with F.B.C. R31�. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 19. ALL ceramic tile surfaces Installed shall conform to ASTM A108.1 thru A108.�, 1i�. gall and celling finishes shall have a smoke -developed Index of not greater than 450 A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM C1288, C1325, OR CIli8 and installed I.A.W. manufacturers recommendations shall metal I top plate 5/8" drywall ceiling on truss bottom cord Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. FIII To Be 3000 PSI See Floor Plan For Location _tj Li " �{ drywall on 2S1ngle Filled Cell Column 2" x ' metal studs at W' o.c. Finish to match existing Qj NTS Filled Cell Masonry Column With One Q► 45 From Footing To Beam Each. metal bot track Conc. Fill To Be 3000 PSI See Floor Plan For Location cn 4" concrete slab with fibermesh OR E Typical baseboard 6"x6" 410/10 WWM on 6 mil Visqueen clean compacted termite treated fill over (L O QL interior Non -Bearing Partition N \ o \ \ Scale: 1/2" = 1'-0" N \ 0 Double Filled Cell Column NTS I I IV V CA Q 1-19 I I I I E +_3 r C) -C i Dowel (1) 45 bar I' m w/ 25" min lap a and C embed II II II L-- II Fin. II --- Floor Epoxy Cont. Concrete Footing 3O" min" ( AtB ) MIX l 1 iss&d T i& ED own F &baIr nts Corner Steel La 3� High 2" dia. handrail attached to Wall W/ nts min. 1 1/2" between o l..L Provide two ply floor joist for stairs 17 risers at LS9 high 1-4 treads at 11 deep 2" x 12" Treads Q� _< !!nn N nvJ (2 2" x 12" wood beam W EE o boted to girder truss with UJ o 0 (2 5/8" dia x 5" lag screws �- Z z N with min 3" separation betwee LU oo 0) +-) o screws at each web location < < LO OD u Q < 000 U Hang stringers to beam using Simpson HGA 10 with (4) � 1/4" x 3" wood screws into beam 0000 ra and (4) 1/4" x 1 1/2" wood screws i Z N N # into stingers o v �() CA STORAGE 2" x 12" Stringer U Q r r one on each side of stairs BELOW B CC I O I I I W U m ~ Lq (� �� Type "X" drywall L nnU,, ~ N ' 3 Attach stringers to floor using � Simpson HGA 10 with (4)} 1/4" x 2" tapcons into floor and (4) 1/4" x 1 1/2" wood screws into stingers STAiR DETAIL -Q Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck k 2 sides t header D etaiI at Exterior D oors NTS (113 Scale: 1/2 = I -0 fnAttach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" O.C. max SHEET NO: and 6" O.C. max from each corner thru Exterior face I" x 4" PT Buck of wall r JOB NUMBER: I"x4" P.T. Buck 2 H S 1 2 sides t header �ODoo Detail at I.Jindows oo� nF IF NTS Digitally signed by Daniel R. Braden Date: 2021.10.14 15:29:39-04'00' oVoOC L . AD4 O ��0000Da�� SECOND FLOOR R Mfg TYPICAL NOTES: Scab: 1/4" = 1'-0" - ALL Plywood sub -flooring to be saturated w/ Thompson's water seal Immediately after installation for leak protection. - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTiONS BY TRUSS NANU1=ACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Provide fire stop blocking at all floor trusses dividing the floor area into SOO sq, f t. (Max.) spaces ROOF FL 4N TYPICAL`'f��>OTES� -� - Overhangs shall be except zero lot line side which shall be O unless otherwise noted on this sheet - Roof pitch shall be 4:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTiONS BY TRUSS NANU1=,ACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Contractor to provide for Porm Board Survey and to provide Porm Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF: FOUNDATION WORK for strapp and footin�gg size verification. — TRUSS DEFLECTION SHALL NOT EXCEED 0.5 ON ANY TRUSS. #9 diamond plate SEE TYPICAL WALL SECTIONS x 114" aluminum angles (4) 1/2" stainless steel bolts ELEVATION #9 diamorn A/C Compressor Bracket Detail 5/8" drywall ceiling / (2) 2" x 6" top plate 3 A/C Compressor Bracket Plan view SCALE 1/2" = I'—o" Slmpso5C-WI E 2102'ht=e0el0truss truss with (24) IOd x 1 1/2" nails in each strap Strap studs to plate using Simpson SP6 strap with (6) 10d x I I/2" nails in each strap O w LO -1 Q x 6" Blocking _U O W Strap studs to plate using Simpson SP6 strap with (6) IOd x I I/2" nails in each strap ua u, co 2" x 6" p.t. bottom plate with I/2" anchor bolt at 32" o.c. and Q min. 7" embedment with 2" washer 0 ua Tgpical baseboard 4" concrete slab with fibermesh OR 16"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill footing see foundation plan for size and steel req. Tunical interior B�arinc Partition See typical section for wall finish notes SE,4M SCHEDULE Mark Size and Description B1 Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) U5 bar per lintel schedule continuous over openings. B2 (2) 2" x 12" SYP #2 Wood Beam B3 8" x 12" concrete tie beam with (4) U5 bars cont. over clear spans, provide #3 ties at 8" o.c. max, spacing LEDGER SCHEDULE Mark Size and Description LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dia. expansion anchors at 24" o.c. staggered with min. , embedment into wall (2) 2" x 8" PT ledgger bolted to wall with (2) 1/4" x LC 2 5 114" tapcons at 12" o.c. max staggered. II Typical Flooring on 3/4" CDX plywood sub —flooring Q I screwed and glued to floor trusses. ALL plywood - sub —flooring to be saturated with Thompson s Q r water seal immediately after installation for leak protection base board Provide Simpson H2.5 strap at each floor joist to ledger connection W' deep Top Chord Bearing floor trusses at 24 o.c. typical R-30 batts insulation 5/8" Drywall Ledger LGI see ledger schedule I Bea beam schedule Floor Truss to Block L1Jall ,4ttachment Detail Scale: 1/2" = 1'-0" HiP ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for appropraite roof zones. O 4 FT (LE 3 F � FA% Q� k% 2 2E I 2 4 FT 2R FT R 2E 2 ink F F,N �� Q O 4 FT 2E 4 FT Ke Area Edge Field Fastener Pressure Zone I 8d x 2.5" ring shank 45 psf Zone 2E, 2R 8d x 2.5" ring shank psf Zone 3 4" 4" 8d x 2.5" ring shank 1 8.4 psf An Zone �" �" #8 x 2.5" Screw 263 psf Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 36" from exterior walls and spaces 12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. usses spaced per truss nufactures plans apical splice ttach bracing to truss chord ing (2) IOd nails in all cations " x 4" wood bracing I" x 6" PT Fi 4" prefabricata aluminum gutter Zero Lot Line Oy&rhang Scale : I" = I'—O" Additional ` 45 bars Lintel Bar Clear "A" It It Length Length Span Bars Bars CLEAR r h COVER 2'-10" 2'-8" I'-6" 2,#3 none i • i Precast Lintel 3'-4" 2'-2" 2,93 none SF8-OB/IT Additional 4'-O" 3'-10" 2'-8" 2,93 none - bars CLEAR :'Z COVER One Row of Beam 4'-6" 4'-4" 3'-2" 2,43 none 5'-4" 5'-2" 4'-O" 2,43 none Block Above 2,44 none N ry Precast Lintel r M 6'-6" 6'-4" 5'-4" 2,#4 none i .., , i Additional i i 7'- 2" 2,45 none COVER--- y tt5 bars----' 8FI6-IB/IT 8FI6-IB/2T $'-4 10" 7'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. MIN. COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED $ EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE LO TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Window Pre- Rows of Max. Max. Max. Mark ounDoo Lintel Cast -Crete Stressed k BM Block Bottom Top Load't4 Lolad Lateral Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF) L20 2'-0" 2'-10" 8F8-0B/IT NO — 1 #5 3069 1569 1642 2'-2" L31 2'-6" 3'-9" BPS-OB/IT NO — I #5 2561 1363 -763 2'-8" 3'-1" L45 4'-5" 5'-I" 8F8-0B/IT NO — I #5 1349 1016 411 L50 5'-O" 5'-8" 8F8-0B/IT NO — I tt5 1105 909 339 L60 6'-8" 6'-8" 8F8-OB/IT NO — 1 #5 1011 727 534 L10 T-0" T-0" 8F8-0B/IT NO — I #5 1011 l2l 534 L80 8'-0" 8'-8" 8F8-0B/IT NO — I tt5 699 591 512 L90 9'-0" 9'-8" 8F8-0B/IT NO — I #5 535 530 401 1_I00 10'-O" IO-8" 8F8-0B/IT NO — 1 45 582 414 452 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-II" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS STRAPPiNG SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) lOd x 1 1/2" nails. nts Digitally signed by Daniel R. Braden acZ2— Date: 2021.10.14 15:29:27-04'00' LL V Q N 0 S-1 0 v U -0 U N W LU o O � O ZLLI oo O ( U 00� r < z N N $t i �WU��m a- W � ( Q) U_ L mN U � SHEET NO: 3. OF S. JOB NUMBER: 21-151 Conni Saud 2" VTR JL 'I I I 2" < I i i IN, SANITARY RISER nts Sanitar� L&g&n� Sanitary line Bath Tub "P" trap BT-- — — — Vent Line Shower "P" trap SH� Li v-' Lavatory Trap wM-' Washing Machine Drain F' Sink Trap F' Urinal we-i Water Closet r�-' Water Fountain Drain FI Floor Drain E Grinder Pump T Clean Out i 2" VTR 2" Vent thru Roof 2" vTw J 1 2" Vent thru wall 2" Pipe Diameter Designation (2" dia) NOTES: — ALL sanitary pipe to be Schedule -40 PVC — Slope hall be no less than 1/8" per foot and no more than 1/4" per foot 6" min. of Icynene LD—C-50 spray foam insulation on Extreme Metals 26 ga Metal Roofing installed bottom of roof sheathing in compliance with IOC—ESR—I�bar vert. w/ per product approval- FLU 11022.5 over Polyglass self adhered dated Feb. I, 2018. Install DC 315 Intumescent coating3 " overlap roofing underlayment over 19/32" COX plywood attached per section -4.3.2 of ICC test noted above to comply to trusses per sheeting attachment diagram on roof plan with 15 min. thermal barrier requirements. Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I in nails ( 24" o.c.) supporting Max. 1810lbs. uplift Prefabricated aluminum gutter shop drawings by mfg on Galt' —Alum Tletai drip on 2" x 6" fascia I I F_ M Soffit to be two layers of 5/8" thick densglass fireguard X finished painted t match body of house #5 bar vert. w/ 30" overlap 5/8" thick light textured stucco on typical concrete block construction Grade #5 bar vert. w/ 30" overlap -- 1EFM PRE-ENGINEERED TRUSSES at 2-4"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" drywall with smooth finish BI 1/2" drywall over I" x furring strips at IC o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC -102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "1T, only. Provide Our—O—Rock at alf wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings Typical flooring over 15/32" CDX plywood screwed to trusses or joists thru 23/32" CD X plywood sub —floor. Typical Install 15/32" plywood with 48 x 2.5" wood screws at -4" o.c. Baseboard max. spacing over 15 lb felt. Install 23/32" COX plywo d screwed and glued to trusses or foists with #8 x 2' screws at 12" o.c. � 16 deep pre —en sneered wood �r floor trusses at � -4" o.c. R-30 batts insulation 5/8" Drywall ceiling See floor truss attachment detail on framing plan 1/2" drywall over I" x furring strips at 14" o.c, with R-4.2 fgfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only. Provide Dur—O—Rock at alr wet areas (ex. showers, tubs etc...) Beam BI milli IVA SEE PILING PLAN BY OTHERS 1/2" expansion joint TYPICAL SECTION Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 wwM on 6 mil Visqueen over clean compacted termite treated fill Scale : 1/2" = 1'-0" Digitally signed by Ae42Daniel R. Braden —Date: 2021.10.14 15:29:16-04'00' Iu V Q L CAQ I (� Q r Ll Q W W E O UJ W Z 00 U CA CA < 00O Q- I I U r r Z OD OD z NN O CA rr� � U —Q W U "� ~ W �X>Lvi N QC v 'T A•1�1 U_ M SHEET NO: ED - I OF S. JOB NUMBER: 21-151 a� c Dc R. SRA0I_�'� �o O o AR 9777700 0%a 0 —) V �I r N N 4